Attachment 2_PADDY FLAT GS SPECS FINAL.pdf

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

PADDY FLAT GS DEFERRED MAINTENANCE

100% Submittal – 7/10/2023

1.1 SCOPE OF CONTRACT

A. This project consists of completing deferred maintenance on the buildings located at the Paddy Flat GS administrative site located on the USDA Payette National Forest.

B. The Base work includes the following regarding the Rental Cabin:

1. Siding/Porch Work

a. Replace all warped or damaged siding with new siding matching the original siding profile, paint all siding brown, install sheet metal under siding in gable ends where possible. (dims ~16’-3” x 34’ x 9’ + 5’-6” on gable ends)

b. Remove and replace stair railing and add an additional handrail as shown in drawings.

c. Restain front porch with Messemer’s, Oxford Brown.

d. Replace wire mesh on crawlspace vents and add appropriate trim.

2. Lead Based Paint Abatement

a. Abate all lead-based paint on fascia/soffit and repaint white.

b. Remove/replace all exterior lead-based paint trim around all the windows/doors/corners/vents/sub fascia in-kind and paint all trim white.

3. Window/Door Repairs

a. Abate all lead-based paint on original wood windows, repair any deficiencies with the windows, and repaint windows white.

b. Repair window screens or install new ones if missing.

c. Repair, repaint, and adjust front screen door and front house door on south side of building, replace rear door on north side of building with similar style to the front door.

4. Roof Replacement/Repairs

a. Remove existing metal roof, remove LPG roof vent, patch roof, install (5/8” CDX) plywood sheathing and ice/water shield, install drip edge around edge of roof and replace metal roof with in-kind panels including the light green color. (dims ~42’ x 11’-2” each side)

b. Repair and repaint slats on gable roof vents of building including replacing the wire mesh behind the slats.

c. Insulate attic using R-30 batt insulation.

5. Accessible Access

a. Construct ADA compliant ramp to entrance on the north side of the rental cabin.

Solicitation No.: 1240LT24R0002-Attachment 2 Project Name: GAOA Paddy Flat Guard Station Deferred Maintenance

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

6. Bathroom Remodel for Accessibility

a. Modify existing bathroom to meet accessibility requirements including replacing the sink, shower, and toilet with reinstalling at different locations around the room as shown in the drawings.

b. Install new entrance w/ ADA accessible ramp on north side of entrance.

7. Room Separation

a. Construct wall separating the living area and kitchen area as shown in the drawings.

b. Remove existing storage room to expand bathroom and create hallway entrance into the rental cabin. Insulate easily accessible exterior walls with R-19 batt insulation during construction.

8. Electrical Work

a. Install smoke and carbon monoxide detectors in living and kitchen area.

Detectors are to be hardwired with 12/3 NM with ground wire if on a 20-amp circuit or with 14/3 NM with ground wire if on a 15-amp circuit and be interconnected.

b. Replace all GFCI receptacles located on the exterior and interior of the building with new GFCI receptacles.

c. Install new lighting fixture next to northern entrance of the building where wiring is currently exposed. New fixture to match the style of fixture at south entrance of the building and shall be LED.

d. All wiring shall not be surface mounted.

9. Floor and Wall Repairs

a. Remove/replace existing vinyl flooring in bathroom. Match existing with COR approval.

b. Repair/reseal wood flooring in kitchen and living area.

c. Paint/stain interior a color determined by the COR.

C. Option work includes the following:

1. Option #1: House Deferred Maintenance

a. Siding Work

1) Replace all warped or damaged siding with new siding matching the original siding profile, paint all siding brown, install sheet metal under siding in gable ends where possible. (dims ~29’-10” x 24’-4” x 11’ + 9’ on gable ends)

2) Add quarter round to corners of building and paint to match siding.

b. Lead Based Paint Abatement

1) Abate all lead-based paint on fascia/soffit and repaint white.

Solicitation No.: 1240LT24R0002-Attachment 2

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

2) Remove/replace all exterior lead-based paint trim around all the windows/doors/corners/vents/subfascia in-kind and paint all trim white.

c. Roof Replacement/Repairs

1) Remove existing metal roof and roof vent, install plywood sheathing and ice/water shield, install drip edge around edge of roof and replace metal roof with in-kind panels including the light green color. (dims ~26’-6” x 19’-10” each side)

2) Repair and repaint slats on gable roof vents of building including replacing the wire mesh behind the slats.

d. Sidewalk Replacement

1) Replace sidewalk between house and garage. (dims ~61’-5” x 30” wide)

e. Window Replacement

1) Replace aluminum framed windows with windows similar in style to the ones on the rental cabin. Pane size should be 10x12 inches.

f. Historic Porch Restoration

1) Demolish 3 existing walls to restore historic porch area.

2) Install decking to match rental cabin porch.

3) Construct new wall as depicted in drawings, insulate with R-19 batt insulation, and cover with siding to match existing siding.

4) Install 3 new six lite windows in locations specified in drawings.

5) Install new exterior door to location specified in drawings. Door should match style of door from rental cabin entrances.

6) Install drywall on interior of walls. If walls are not drywall, install matching materials.

7) Demolish existing wall between bedroom and living room as well as closet walls in first floor bedroom.

g. Bathroom Remodel for Accessibility

1) Modify existing ground floor bathroom to meet accessibility requirements including replacing the sink, shower, and toilet with reinstalling at different locations around the room as shown in the drawings.

2) Widen pathways as shown on drawings for ADA compliance.

3) Relocate walls as shown on drawings for ADA compliance.

h. Floor and Wall Repairs

1) Remove existing vinyl flooring on ground floor and refurbish/repair/replace wood flooring underneath with matching 2” wood flooring.

2) Refurbish/ repair/ replace wood flooring on the second story.

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SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

3) Prior to work on second floor, test wall textures for asbestos.

4) Paint/stain interior a color determined by the COR.

5) Replace damaged ceilings on the second story.

i. Electrical Work

1) Replace receptacles on each side of kitchen sink on countertop with GFCI receptacles.

2) Install smoke detectors in the main hallway near the ground floor bedroom, one in the main floor bedroom, one at the top of the second-floor staircase, one in the second-floor bedroom. Detectors must be hardwired with 12/3 NM with ground wire if on a 20-amp circuit or 14/3 NM with ground wire if on a 15-amp circuit and be interconnected.

3) Replace the lighting fixture in the second-story bathroom with new LED lighting fixture to match existing style.

4) All wiring shall not be surface mounted.

j. Relocate Upstairs Water Heater

k. Replace plumbing with ½” PEX

l. Upstairs Bathroom Repairs

1) Install toilet in second-story bathroom, reconnect all plumbing, install water fixtures for tub.

m. Other Repairs

1) Find source of leak in water tank in basement and repair.

2) Install handrail in stairway leading to basement.

3) Adjust, repair, and repaint exterior kitchen door.

4) Replace wire mesh on basement vents and add appropriate trim.

5) Replace LPG regulator on north end of the east exterior wall.

6) Install handrails on north and east exterior stoops of building.

2. Option #2: Garage Deferred Maintenance

a. Siding Work

1) Replace all warped or damaged siding with new siding matching the original siding profile, paint all siding brown. (dims ~ 36’-3” x 20’-5” x 10’ + 7’ on gable ends)

2) Install gable vents in attic.

b. Lead Based Paint Abatement

1) Remove all exterior sub-fascia trim.

2) Abate all lead-based paint on fascia/soffit and repaint white.

3) Remove/replace all exterior lead-based paint trim around all the windows/doors/corners/vents in-kind and paint all trim white.

c. Window/Door Repairs

Solicitation No.: 1240LT24R0002-Attachment 2

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

1) Abate all lead-based paint on original wood windows, repair any deficiencies with the windows, and repaint windows white.

2) Adjust, repaint, and repair exterior doors on south side of building.

d. Roof Replacement

1) Remove existing metal roof, install plywood sheathing and ice/water shield, install drip edge around edge of rood and replace metal roof with in-kind panels including the light green color. (dims ~ 28’-3” x 19’-2” on each side)

e. Concrete Landing Construction

1) Construct landings on south side of building by doors that conform to building code.

f. Install metal sheeting on inside of garage gable ends where possible.

g. Perform maintenance on garage doors for smooth operation.

h. Install guards on incandescent lightbulbs or replace fixtures with fixtures that have lens guards.

3. Option #3: Warehouse Deferred Maintenance

a. Lead Based Paint Abatement

1) Remove all exterior sub-fascia trim.

2) Abate all lead-based paint on fascia/soffit and repaint white.

3) Remove/replace all exterior lead-based paint trim around all the windows/doors/corners/vents in-kind and paint all trim white.

b. Window Repairs

1) Abate all lead-based paint on original wood windows, repair any deficiencies with the windows, and repaint windows white.

2) Replace/refasten exterior trim around windows where missing.

c. Log Work

1) Replace bottom logs on west and east sides of building due to rot. Logs are roughly 8” in diameter spanning the length of the structure.

2) Fill in rodent holes around building.

3) Rechink/daub existing logs on exterior and interior and stain to match siding paint from other buildings. (dims ~25’-6” x 17’-7”)

d. Roof Replacement

1) Remove existing metal roof, install plywood sheathing and ice/water shield, install drip edge around edge of rood and replace metal roof with in-kind panels including the light green color. (dims ~31’ x 12’-4” on each side)

e. Other Repairs

Solicitation No.: 1240LT24R0002-Attachment 2

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-6

a) Install guards on incandescent lightbulbs or replace fixtures with fixtures that have lens guards.

4. Option #4: Barn Deferred Maintenance

a. Siding Repair

1) Replace all warped or damaged siding with new siding matching the original siding profile, paint all siding brown, install sheet metal under siding in gable ends where possible. (dims ~ 31’ x 21’ x 12’ – 5” + 8’- 2” on gable ends)

b. Lead Based Paint Abatement

1) Remove all exterior sub-fascia trim.

2) Abate all lead-based paint on fascia/soffit and repaint white.

3) Remove/replace all exterior lead-based paint trim around all the windows/doors/corners/vents in-kind and paint all trim white.

c. Roof Replacement

1) Remove existing metal roof, install plywood sheathing and ice/water shield, install drip edge around edge of rood and replace metal roof with in-kind panels including the light green color.

d. Window/Door Repairs

1) Abate all lead-based paint on original wood windows, repair any deficiencies with the windows, and repaint windows white.

2) Repair/adjust door on south side of the building for easier opening.

e. Landing Replacement

1) Replace landing to meet building code.

5. Option #5: Site Work

a. Utility Work

1) Remove underground propane line to cabin, pour new concrete slab, install new underground propane line, replace regulators, and reposition the propane tank on the concrete slab at location specified in drawings.

2) Add valve to waterline between rental cabin and house.

b. Road Work

1) Construct parking location for up to 3 cars at location as shown in drawings near rental cabin and house.

2) Gravel parking locations, driveway leading into site, and area around picnic table with ¾” roadmix.

c. Other Repairs

Solicitation No.: 1240LT24R0002-Attachment 2

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-7

1) Trim all trees within fenced area.

2) Repaint picnic table to color specified by COR.

3) Repair existing entrance gate.

4) Remove firepits from north and south end of the rental cabin and install new firepit as specified in drawings to location approved by COR.

5) Repair/replace sections of the existing ~820-ft buck and rail fence around rental cabin, house, garage, and warehouse.

1.2 PROJECT LOCATION

A. The project is site is located on the McCall Ranger District of the Payette National Forest, Valley County, Idaho, approximately 7 miles northeast of Donnelly, Idaho at an elevation of approximately 5300 feet. It is located on Section 34, Township 17 North, Range 4 East (Latitude 44°46'28.23"N, longitude 115°57'0.99"W). The administrative site is 3.7 miles down FS Road 339 from the intersection of FS Road 388 and FS Road 389.

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. The building and area surrounding will be closed to the public during this contract.

The Contractor will be responsible for signing and limiting public access.

2. Hours of operation that work can be performed are 7am to 7:30pm.

3. The Contractor shall not disrupt existing utility service (water, sewer, propane, etc.)

to the site and on buildings without coordination and approval from the Contracting Officer’s Representative.

4. Water is available at the site for minor construction/demolition purposes. If the contractor needs a large amount of water (greater than 500 gallons), they will be required to coordinate obtaining the water and pay for the additional use.

5. Other utilities are not available at the site for construction/demolition purposes.

6. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work.

7. The Contractor will be responsible for the moving/storage of furniture within buildings as needed during the construction activities.

8. The Contractor shall inform the Forest Service 6 months before they plan to commence work. If work is not scheduled the rental cabin will be opened to the public for rentals.

B. Measurements are provided for reference only. Contractor responsible for verifying all dimensions, quantities, and materials.

1.4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. The contractor shall take special care to adequately sign and protect areas of work and construction form the public or Forest Service employees that may be around these areas.

1.5 WORK CAMPS, STAGING AND STORAGE AREAS

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SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-8

A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage trailers (work or housing) on site.

B. Confine storage of materials and equipment as approved by the Contracting Officer.

1.6 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.7 START DATE

A. May 1, 2024

1.8 CONTRACT TIME

A. Base Bid and all Option Items Period of Work: May 1, 2024 – October 31, 2025.

1.9 SPECIFICATIONS

A. The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to, or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

SECTION 000050 - PROJECT DESCRIPTION

SECTION 011250 - MEASUREMENT AND PAYMENT

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 013591 - HISTORIC TREATMENT PROCEDURES

SECTION 017320 - SELECTIVE DEMOLITION

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024130 - LEAD ABATEMENT

SECTION 024134 - LEAD WASTE PRACTICES AND DISPOSAL

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033540 - CONCRETE SIDEWALK

SECTION 040513 - CHINKING AND DAUBING

SECTION 057310 - PIPE RAILINGS FOR EXTERIOR STAIRS

SECTION 061000 - ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 062000 - FINISH CARPENTRY

SECTION 072100 - THERMAL INSULATION

SECTION 074113 - FORMED METAL ROOF PANELS

Solicitation No.: 1240LT24R0002-Attachment 2

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-9

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 079200 - JOINT SEALANTS

SECTION 080152 - HISTORIC TREATMENT OF WOOD WINDOWS

SECTION 081416 - FLUSH WOOD DOORS

SECTION 081433 - STILE AND RAIL WOOD DOORS

SECTION 092900 - GYPSUM BOARD

SECTION 096400 - WOOD FLOORING

SECTION 099001 - COLORS

SECTION 099113 - EXTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

SECTION 099300 - STAINING AND TRANSPARENT FINISHING

SECTION 129300 - SITE FURNISHING

SECTION 151400 - DOMESTIC WATER PIPING

SECTION 154100 - PLUMBING FIXTURES

SECTION 231126 - FACILITY LIQUEFIED-PETROLEUM GAS PIPING

SECTION 260000 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

SECTION 267500 - CARBON DIOXIDE AND SMOKE ALARMS

SECTION 312000 - EARTHWORK

SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE

SECTION 323151 - BUCK POLE FENCE

END OF SECTION C

October 2023

Solicitation No.: 1240LT24R0002-Attachment 2

PROJECT DESCRIPTION 000050-1

USDA FOREST SERVICE, R4

PADDY FLAT GS DEFERRED MAINTENANCE

SECTION 000050 - PROJECT DESCRIPTION

PART 1 - GENERAL

1.1 PROJECT DESCRIPTION

A. This project consists of completing deferred maintenance on the buildings located at the Paddy Flat Guard Station administrative site and related site work on the USDA Payette National Forest. Work includes siding repair and staining, lead abatement/removal, window maintenance or replacement, roof replacement, accessibility improvements, interior painting, plumbing relocation, floor restoration, and general site work.

1.2 MEASUREMENT AND PAYMENT

A. Measurement shall be the JOB completed and ready for use. The quantity measured shall be paid for at the contract Lump Sum price as shown on the Schedule of Items.

1.3 RELATED WORK

A. The work shall be in accordance with the following subsidiary specifications. The subsidiary specifications are referred to in the text by the Section designation only.

SECTION 000050 - PROJECT DESCRIPTION

SECTION 011250 - MEASUREMENT AND PAYMENT

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 013591 - HISTORIC TREATMENT PROCEDURES

SECTION 017320 - SELECTIVE DEMOLITION

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024130 - LEAD ABATEMENT

SECTION 024134 - LEAD WASTE PRACTICES AND DISPOSAL

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033540 - CONCRETE SIDEWALK

SECTION 040513 - CHINKING AND DAUBING

SECTION 057310 - PIPE RAILINGS FOR EXTERIOR STAIRS

SECTION 061000 - ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 062000 - FINISH CARPENTRY

SECTION 072100 - THERMAL INSULATION

SECTION 074113 - FORMED METAL ROOF PANELS

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 079200 - JOINT SEALANTS

SECTION 080152 - HISTORIC TREATMENT OF WOOD WINDOWS

SECTION 081416 - FLUSH WOOD DOORS

SECTION 081433 - STILE AND RAIL WOOD DOORS

Solicitation No.: 1240LT24R0002-Attachment 2

PROJECT DESCRIPTION 000050-2

SECTION 092900 - GYPSUM BOARD

SECTION 096400 - WOOD FLOORING

SECTION 099001 - COLORS

SECTION 099113 - EXTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

SECTION 099300 - STAINING AND TRANSPARENT FINISHING

SECTION 129300 - SITE FURNISHING

SECTION 151400 - DOMESTIC WATER PIPING

SECTION 154100 - PLUMBING FIXTURES

SECTION 231126 - FACILITY LIQUEFIED-PETROLEUM GAS PIPING

SECTION 267500 - CARBON DIOXIDE AND SMOKE ALARMS

SECTION 312000 - EARTHWORK

SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE... 189

SECTION 323151 - BUCK POLE FENCE

PART 2 - PRODUCTS - Not Applicable

PART 3 - EXECUTION

3.1 UTILITIES

A. Utilities, (electricity and water) will not be available for contractor's use. It shall be the contractor's responsibility to maintain water and electrical needed to maintain safe conditions.

3.2 ALL OTHER PRODUCTS AND EXECUTION

A. Work shall be in accordance with the drawings and the project specifications.

END OF SECTION

October 2023

Solicitation No.: 1240LT24R0002-Attachment 2

MEASUREMENT AND PAYMENT 011250-1

PADDY FLAT GS DEFERRED MAINTENANCE

SECTION 011250 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

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MEASUREMENT AND PAYMENT 011250-2

1.3 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

1.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

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MEASUREMENT AND PAYMENT 011250-3

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

1.5 MEASUREMENT AND PAYMENT

A. No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items for work listed in the Schedule of Items.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

October 2023

Solicitation No.: 1240LT24R0002-Attachment 2

SUBMITTAL PROCEDURES 013300-1

PADDY FLAT GS DEFERRED MAINTENANCE

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

1.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

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SUBMITTAL PROCEDURES 013300-2

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

1.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

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SUBMITTAL PROCEDURES 013300-3

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

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SUBMITTAL PROCEDURES 013300-4

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 3 - EXECUTION

3.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution.

Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required

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SUBMITTAL PROCEDURES 013300-5

submittals for the project - the table is to assist the Contractor and may not be all inclusive

– additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section Section Title Subse ction Required Submittal

C General Specifications 1.4A Traffic Control Plan 013300 Submittal Procedures 2.1D Construction Schedule 033000 Cast-in-Place Concrete 1.3A Product Data 033000 Cast-in-Place Concrete 1.3C Shop Drawings 061000 Rough Carpentry 1.3.A Product Data 061600 Sheathing 1.2.A Product Data 074113 Metal Roof Panels 1.3A Product Data 074113 Metal Roof Panels 1.3D Mtnc Data for O&M Manuals 079200 Joint Sealants 1.2.A Product Data 092900 Gypsum board 1.2.A Product Data 099100 Paint 3.3 Color Selection Sheets 099110 Exterior Painting 1.2A Product Data 099110 Exterior Painting 1.2B Product List 099113 Exterior Paints and Coatings 1.3A-

B Product Data, Samples

099120 Interior Painting 1.2A Product Data 099120 Interior Painting 1.2B Color Samples 099123 Interior Paints and Coatings 1.3A-

B Product Data, Samples

099300 Staining and Transparent Finishing 1.2A- B

Product Data, Samples

129410 Site Furnishings 1.2A Product Data 224000 Plumbing Fixtures 1.3A Product Data 224000 Plumbing Fixtures 1.3B Operation and Maintenance Data 312000 Earthwork 1.3B Product Data 321204 Crushed Aggregate Base or Surface

Course 1.2A Aggregate Base – Source, Gradation, Material Properties

END OF SECTION 013300

October 2023

Solicitation No.: 1240LT24R0002-Attachment 2

HISTORIC TREATMENT PROCEDURES 013591-1

PADDY FLAT GS DEFERRED MAINTENANCE

SECTION 013591 - HISTORIC TREATMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes special procedures for historic treatment on Project including, but not limited to, the following:

1. Storage and protection of existing historic materials.

2. Temporary protection of historic materials during construction.

3. Protection during application of chemicals.

4. Protection during use of heat-generating equipment.

5. Historic treatment procedures.

1.2 DEFINITIONS

A. "Preservation": To apply measures necessary to sustain the existing form, integrity, and materials of a historic property. Work may include preliminary measures to protect and stabilize the property.

B. "Rehabilitation": To make possible a compatible use for a property through repair, alterations, and additions while preserving those portions or features that convey its historical, cultural, or architectural values.

C. "Restoration": To accurately depict the form, features, and character of a property as it appeared at a particular period of time by means of the removal of features from other periods in its history and the reconstruction of missing features from the restoration period.

D. "Reconstruction": To reproduce in the exact form and detail a building, structure, or artifact as it appeared at a specific period in time.

E. "Stabilize": To apply measures designed to reestablish a weather-resistant enclosure and the structural reinforcement of an item or portion of the building while maintaining the essential form as it exists at present.

F. "Protect and Maintain": To remove deteriorating corrosion, reapply protective coatings, and install protective measures such as temporary guards; to provide the least degree of intervention.

G. "Repair": To stabilize, consolidate, or conserve; to retain existing materials and features while employing as little new material as possible. Repair includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading materials. Within restoration, repair also includes limited replacement in kind, rehabilitation, and reconstruction, with compatible substitute materials for deteriorated or missing parts of features when there are surviving prototypes.

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HISTORIC TREATMENT PROCEDURES 013591-2

H. "Replace": To duplicate and replace entire features with new material in kind.

Replacement includes the following conditions:

1. Duplication: Includes replacing elements damaged beyond repair or missing.

Original material is indicated as the pattern for creating new duplicated elements.

2. Replacement with New Materials: Includes replacement with new material when original material is not available as patterns for creating new duplicated elements.

3. Replacement with Substitute Materials: Includes replacement with compatible substitute materials. Substitute materials are not allowed, unless otherwise indicated.

I. "Remove": To detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

J. "Remove and Reinstall": To detach items from existing construction, repair and clean them for reuse, and reinstall them where indicated.

K. "Existing to Remain" or "Retain": Existing items of construction that are not to be removed and that are not otherwise indicated to be removed and salvaged, or removed and reinstalled.

L. "Material in Kind": Material that matches existing materials, as much as possible, in species, cut, color, grain, and finish.

1.3 QUALITY ASSURANCE

A. Historic Treatment Preconstruction Conference: Conduct conference at Project site.

B. When providing historic preservation or rehabilitation services, the work shall be accomplished by or under the direct supervision of someone meeting the Secretary of the Interior’s Professional Qualification Standards for Historic Architecture.

1.4 STORAGE AND PROTECTION OF HISTORIC MATERIALS

A. Removed and Reinstalled Historic Materials:

1. Clean and repair historic items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

B. Existing Historic Materials to Remain: Protect construction indicated to remain against damage and soiling during historic treatment. When permitted by the Contracting Officer’s Representative items may be removed to a suitable, protected storage location during historic treatment and cleaned and reinstalled in their original locations after historic treatment operations are complete.

C. Storage and Protection: When removed from their existing location, store historic materials within a weathertight enclosure where they are protected from wetting by rain, Solicitation No.: 1240LT24R0002-Attachment 2

HISTORIC TREATMENT PROCEDURES 013591-3

snow, or ground water, and temperature variations. Secure stored materials to protect from theft.

1. Identify removed items with an inconspicuous mark indicating their original location.

1.5 PROJECT-SITE CONDITIONS

A. Exterior Cleaning and Repairing:

1. Proceed with the work only when forecasted weather conditions are favorable.

a. Wet Weather: Do not attempt repairs during rainy or foggy weather. Do not apply primer, paint, putty, or epoxy when the relative humidity is above 80 percent. Do not remove exterior elements of structures when rain is forecast or in progress.

b. Do not perform exterior wet work when the air temperature is below 40 deg F.

c. Do not begin cleaning, patching, or repairing when there is any likelihood of frost or freezing.

d. Do not begin cleaning when either the air or the surface temperature is below

45 deg F unless approved means are provided for maintaining a 45 deg F temperature of the air and materials during, and for 48 hours subsequent to, cleaning.

2. Perform cleaning and rinsing of the exterior only during daylight hours.

1.6 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this Section.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 PROTECTION, GENERAL

A. Comply with manufacturer's written instructions for precautions and effects of products and procedures on adjacent building materials, components, and vegetation.

B. Ensure that supervisory personnel are present when work begins and during its progress.

C. Temporary Protection of Historic Materials during Construction:

1. Protect existing materials during installation of temporary protections and construction. Do not deface or remove existing materials.

2. Attachments of temporary protection to existing construction shall be approved by COR prior to installation.

D. Protect landscape work adjacent to or within work areas as follows:

1. Provide barriers to protect tree trunks.

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HISTORIC TREATMENT PROCEDURES 013591-4

2. Bind spreading shrubs.

3. Use coverings that allow plants to breathe and remove coverings at the end of each day. Do not cover plant material with a waterproof membrane for more than 8 hours at a time.

4. Set scaffolding and ladder legs away from plants.

3.2 PROTECTION DURING APPLICATION OF CHEMICALS

A. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm or damage resulting from applications of chemical cleaners and paint removers.

B. Cover adjacent surfaces with materials that are proven to resist chemical cleaners selected for Project unless chemicals being used will not damage adjacent surfaces. Use covering materials that contain only waterproof, UV-resistant adhesives. Apply masking agents to comply with manufacturer's written instructions. Do not apply liquid masking agent to painted or porous surfaces. When no longer needed, promptly remove masking to prevent adhesive staining.

C. Do not clean surfaces during winds of sufficient force to spread cleaning solutions to unprotected surfaces.

D. Neutralize and collect alkaline and acid wastes and dispose of off Government’s property.

E. Dispose of runoff from chemical operations by legal means and in a manner that prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors.

3.3 PROTECTION DURING USE OF HEAT-GENERATING EQUIPMENT

A. Comply with the following procedures while performing work with heat-generating equipment, including welding, cutting, soldering, brazing, paint removal with heat, and other operations where open flames or implements utilizing heat are used:

1. Obtain the Contracting Officer’s approval for operations involving use of open-flame or welding equipment.

a. Notification shall be given for each occurrence and location of work with heat-generating equipment.

2. As far as practical, use heat-generating equipment in shop areas or outside the building.

3. Before work with heat-generating equipment commences, furnish personnel to serve as a fire watch (or watches) for location(s) where work is to be performed.

4. Do not perform work with heat-generating equipment in or near rooms or in areas where flammable liquids or explosive vapors are present or thought to be present.

Use a combustible gas indicator test to ensure that the area is safe.

5. Remove and keep the area free of combustibles, including, rubbish, paper, waste, etc., within area of operations.

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a. If combustible material cannot be removed, provide fireproof blankets to cover such materials.

6. Where possible, furnish and use baffles of metal or gypsum board to prevent the spraying of sparks or hot slag into surrounding combustible material.

7. Prevent the extension of sparks and particles of hot metal through open windows, doors, holes, and cracks in floors, walls, ceilings, roofs, and other openings.

8. Inspect each location of the day's work not sooner than 30 minutes after completion of operations to detect hidden or smoldering fires and to ensure that proper housekeeping is maintained.

3.4 HISTORIC TREATMENT PROCEDURES

A. The principal aim of preservation work is to halt the process of deterioration and stabilize the item's condition, unless otherwise indicated. Repair is required where specifically indicated. The following procedures shall be followed:

1. Retain as much existing material as possible; repair and consolidate rather than replace.

2. Use additional material or structure to reinforce, strengthen, prop, tie, and support existing material or structure.

3. Use reversible processes wherever possible.

4. Use traditional replacement materials and techniques. New work shall be distinguishable to the trained eye, on close inspection, from old work.

5. Record the work before the procedure with preconstruction photos and during the work with periodic construction photos.

B. Prohibit smoking by personnel performing work on or near historic structures.

C. Obtain Contracting Officer’s review and written approval in the form of a Constructive Change Directive or Supplemental Instruction before making changes or additions to construction or removing historic materials.

D. Notify Contracting Officer of visible changes in the integrity of material or components whether due to environmental causes including biological attack, UV degradation, freezing, or thawing; or due…